OLD BRANDYWINE VILLAGE STREETSCAPE IMPROVEMENTS PHASE II

DESIGN DESIGNATION
U.S. CUSTOMARY
MRD #:N4 ROAD NAME:CONCORD AVENUE
THE STATE OF DELAWARE UNITS FUNCTIONAL CLASS: PRINCIPAL ARTERIAL D.H.V. PROJECTED: N/A YEAR: N/A
TYPE OF CONSTRUCTION: PEDESTRIAN IMPROVEMENTS DESIGN SPEED: 25 M.P.H.
DEPARTMENT OF TRANSPORTATION A.A.D.T. CURRENT: 6,914 YEAR: 2022 TRUCKS: N/A
A.A.D.T. PROJECTED: N/A YEAR: N/A DIRECTION OF DISTRIBUTION: N/A
CONSTRUCTION AND RIGHT-OF-WAY PLANS FOR:
OLD BRANDYWINE VILLAGE
STREETSCAPE IMPROVEMENTS,
PHASE 2
CONTRACT NUMBER: T202120003
APPROVED DESIGN EXCEPTIONS
FEDERAL AID PROJECT NUMBER: ETA-2021(15)
DESIGN PARAMETER REQUIRED PROVIDED DATE
COUNTY: NEW CASTLE M.R. #: N4, N24, N51333, N51142
ADDENDA / REVISIONS
ASSOCIATED CONTRACTS
CONTRACT NO. CONTRACT NAME
800 CONCORD AVENUE WILMINGTON, MARKET ST. TO BROOM ST.
23-200-16 GREATER BRANDYWINE VILLAGE, PHASE III
99-200-03 MARKET ST. (N) WILMINGTON BRANDYWINE VILLAGE GATEWAY
APPROVED FOR ADVERTISEMENT
DIRECTOR OF PLANNING DATE
8102/62/11
:DESIVER
TSAL
5202/13/7
MA
84:93:01
ngd.2VBO_10CT\DDAC\110-74123\:N
PENNSYLVANIA
CENTERVILLE 100 TALLEYVILLE 92
YORKLYN 52 92 202 ARDEN 13
82 261 3 95 495
HOCKESSIN
E R 41
R I
V 141
13BR
E 48 BELLEFONTE
A R 3
D E LA W 7 41 34 141 2 100 13 495 DESIGN DESIGNATION
NEW JERSEY
72 62 ELSMERE
62 95 WILMINGTON MRD #:N24 ROAD NAME:N MARKET STREET
N E W 301 71 1 72 DELAWARE CITY 896 72 2 STANTON NEWP 4 ORT 4 13 9 FUNCTIONAL CLASS:PRINCIPAL ARTERIAL/MINOR ARTERIAL D.H.V. PROJECTED: N/A YEAR: N/A
C A 896 13 9 NEW
2
A
73
RK 273 4
7
58 37 141
295
TYPE OF CONSTRUCTION: PEDESTRIAN IMPROVEMENTS DESIGN SPEED: 25 M.P.H.
S T L 301 896 301 2 4 273 NEW CASTLE A.A.D.T. CURRENT: 10,533 YEAR: 2022 TRUCKS: N/A
E 71
ODESSA 95 1 A.A.D.T. PROJECTED: N/A YEAR: N/A DIRECTION OF DISTRIBUTION: N/A
MIDDLETO 7 W 1 N 299 896 72
299 9
1 13 DESIGN DESIGNATION
13
301 BEAR
TOWNSEND 301
40
9 GLASGOW 71 MRD #:N51333 ROAD NAME:VANDEVER AVENUE
40 301
13 FUNCTIONAL CLASS: MAJOR COLLECTOR D.H.V. PROJECTED: N/A YEAR: N/A
WOODLAND BEACH
1
6 TYPE OF CONSTRUCTION:PEDESTRIAN IMPROVEMENTS DESIGN SPEED: 25 M.P.H./35 M.P.H.
CLAYTON SMYRNA
M 6 9 A.A.D.T. CURRENT: 7,532 YEAR: 2022 TRUCKS: N/A
A 42 300
R A.A.D.T. PROJECTED: N/A YEAR: N/A DIRECTION OF DISTRIBUTION: N/A
Y 42 LEIPSIC
L KENTON CHESWOLD
A N D 44 300 1 1 42 13 1 D E DESIGN DESIGNATION
HARTLY 44 DOVER 8 LITTLE CREEK L
1 1 8 13A A W MRD #:N51142 ROAD NAME:HUTTON STREET
9
8 A
WYOM C I A N M G DEN 10 1 13 R FUNCTIONAL CLASS: LOCAL D.H.V. PROJECTED: N/A YEAR: N/A
E
K 13A 1 13A TYPE OF CONSTRUCTION:PEDESTRIAN IMPROVEMENTS DESIGN SPEED: 25 M.P.H.
E MAGNOLIA
N WOODSIDE BOWERS BEACH
T 10 N A.A.D.T. CURRENT: N/A YEAR: N/A TRUCKS: N/A
VIOLA
15 1 13
FELTON A.A.D.T. PROJECTED: N/A YEAR: N/A DIRECTION OF DISTRIBUTION: N/A
12
FREDERICA
12 B
15 A 13 Y
HARRINGTON 14 1 36
HOUSTON SLAUGHTER BEACH
30 MILFORD
14
FARMINGTON 36 1 13
30 BROADKILL BEACH
16 ELLENDALE 16 END CONTRACT
GREENWOOD 16
5
404
13 MILTON 1 LEWES STATION 35+00
9BR
30 9
BRIDGEVILLE 13BR 9 HENLOPEN ACRES
S U S S 18 18 404 18 GEORGETOW 1 N 13 9 5 24 1A R D E E H W OB EY O T B H E A B C E H ACH A T L S
E X 20 SEA BL FO A R D D ES
20
9 30 A N T
IC
44 S T
T
S T T
BETHEL 13 9 20 MILLSBORO 24 5 1 INDIAN RIVER INLET O C E 504 S O N 202 W E S B
24 MILLVILLE A R E
LAUREL 1 13 26 BETHANY BEACH N F E N R 13 N
24 26 DAGSBORO O V C IE E W A N F O
24 FRANKFORD SOUTH BETHANY D J E O R
26 17 R L L M S T
54 54 C A
DELMAR 54 SELBYVILLE 54 FENWICK ISLAND O T N
MARYLAND A
A N T T
E
GENERAL LOCATION OF CONTRACT V K T
C T
E R S S
O A L
P
M H
R E 2
PREPARED BY D 2 T T 5 T H N R C
1 G 3 O A U
6 R 2
O DM 4 S M H
Whitman, Requardt and Associates, LLP T H R A T H T K C
D L T A
Engineers Architects Environmental Planners Est. 1915 O S E
S P
G N T
L S
B E N R T 2 2 r a E S 6 7
n d y A V E S T A R T P K A T H T H
THIS SEAL APPLIES TO ALL SHEETS DATE w T A U
BEARING THE "WRA" SECTION DESIGNATION. SEAL i n e RACE STI S W C S S P L M
N E L
T 1 4 V O J A
S T H T O T R T 2 2 R
T S T T A S L S N T
S E D S
1 3 T H S T T T 1 6 T H H U B U E N M A E B S S U P S T U C E S T 2 3 R D S T 2 5 T H
S L T IM A I T T I O CO N N 1 T 3 R 00 A + C 2 T 5 L L S T E Y S T S T B A S S E S T G S T H S T 1 4 1 T 5 H T H S T S T J P I N E S 1 P R V A N A T C H E R T 2 4 S T H T
A P E T 7 D S A
N I P G S I N C S T S T T H E V T H E
T H T N E H
A N E K E 1 3 R H R T
LIMIT CONTRACT T C R A R K F R T H L A R C 500 R
O A S T P U O LIMIT CONTRACT
STATION 1400+58 O H
M N
P C STATION 1302+98
LOCATION MAP
SCALE: 1" = 450'
BEGIN CONTRACT
STATION 1211+50

13
0
0
+
0
0
1400+00
30+00 35+00
0
0
+
10
12
ADDENDA / REVISIONS CONTRACT SECTION
BRIDGE NO. N/A
OLD BRANDYWINE VILLAGE
T202120003 WRA
STREETSCAPE IMPROVEMENTS, DESIGNED BY: J. SINCLAIR INDEX OF SHEETS
COUNTY SHEET NO.
PHASE 2
NEW CASTLE CHECKED BY: V. KOWALSKI 2
6202-NUJ-21
81:21
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N
01
02
HUTTON
STREET
N
M
A
R T
K A
E T
T N
S
A
L
T L
R S
E T
E R
T E
E
T
CONCORD AVENUE
E
U
N
E
V
A T T
N D E V E R A T N A L S T R E E
V A L
S 2
N D
T 2
R W
E
E
T
SCALE
0 50 100 150
FEET

ADDENDA / REVISIONS CONTRACT SECTION
BRIDGE NO. N/A
OLD BRANDYWINE VILLAGE
T202120003 WRA
STREETSCAPE IMPROVEMENTS, DESIGNED BY: J. SINCLAIR ADDENDA AND REVISIONS
COUNTY SHEET NO.
PHASE 2
NEW CASTLE CHECKED BY: V. KOWALSKI 3
6202-NUJ-21
81:21
ngd.2VBO_10RA\DDAC\110-74123\:N
ADDENDUM PREPARED BY
Whitman, Requardt and Associates, LLP
Engineers Architects Environmental Planners Est. 1915
THIS SEAL APPLIES TO THE FOLLOWING SHEETS DATE
CHANGED UNDER ADDENDUM #X: SEAL
XX, XX-XX, XX
REVISION PREPARED BY
Whitman, Requardt and Associates, LLP
Engineers Architects Environmental Planners Est. 1915
THIS SEAL APPLIES TO THE FOLLOWING SHEETS DATE
CHANGED UNDER REVISION #X: SEAL
XX, XX-XX, XX
NOT TO SCALE

?
S.D.F.
MB
PAVEMENT SECTION(S)
N/A
OLD BRANDYWINE VILLAGE
T202120003 WRA
STREETSCAPE IMPROVEMENTS, J. SINCLAIR LEGEND
PHASE 2
NEW CASTLE V. KOWALSKI 4
LP
MANMADE ROADSIDE FEATURES UTILITY FEATURES NATURAL ROADSIDE FEATURES IDENTIFIERS
FEATURE DESCRIPTION EXISTING PROPOSED ID FEATURE DESCRIPTION EXISTING PROPOSED FEATURE DESCRIPTION EXISTING PROPOSED FEATURE DESCRIPTION ID
AB
BARRIER - DOUBLE-FACED, PERMANENT COMMUNICATIONS DISTRIBUTION BOX CD TV HEDGEROW OR THICKET ABANDON BY CONTRACTOR
C
BARRIER - SINGLE-FACED, PERMANENT, AB
COMMUNICATIONS MANHOLE C T C MARSH BOUNDARY LINE ABANDON BY OTHERS
TEST LEVEL 4 / TEST LEVEL 5 BARRIER, TYPE "X" B O
XXX A
BARRIER - HIGH TENSION CABLE (HTCB) COMMUNICATIONS TEST POINT CT T TREE - CONIFEROUS ADJUST BY CONTRACTOR
C
A
BARRIER - HTCB END TERMINAL COMMUNICATIONS - UNDERGROUND TREE - DECIDUOUS ADJUST BY OTHERS
O
BMP
BOLLARD - STEEL POLE ELECTRIC - UNDERGROUND TREE STUMP BEST MANAGEMENT PRACTICE
XXXX
BSP
BOLLARD - WOOD POST ELECTRIC MANHOLE E E SHRUBBERY BUS STOP PAD / TYPE
X
BSSP
CURB, TYPE 1 AND TYPE 3 ELECTRIC METER EM WETLAND BOUNDARY - DELINEATED BUS STOP WITH SHELTER PAD / TYPE
WL
X
CURB, TYPE "X" B
CURB, TYPE 2 ELECTRIC TRANSFORMER E WOODS LINE BOUNDARY CONCRETE SAFETY BARRIER
XXX
C CJB
CURB & GUTTER, TYPE 1 GAS - UNDERGROUND CONVERT TO JUNCTION BOX
XXX XXX
CMH
CURB & GUTTER, TYPE 2 GAS MANHOLE G G CONVERT TO DRAINAGE MANHOLE
C&G, TYPE "X" RIGHT-OF-WAY FEATURES XXX
CURB & GUTTER, TYPE 3 GAS METER G.M. DO NOT DISTURB DND
FEATURE DESCRIPTION EXISTING PROPOSED
CURB OPENING - SUMP / ON GRADE C GAS VALVE G.V. ENERGY DISSIPATOR ED
O DENIAL OF ACCESS DA DDDDAAAA XXX
CURB/SW OPENING - ADJACENT CURB GAS PUMP - SERVICE STATION G.P. FILL WITH FLOWABLE FILL FF
CO EASEMENT - OTHERS EASEMENT TYPE C
SW
LS
CURB/SW OPENING - NON-ADJACENT CURB IRRIGATION - UNDERGROUND LANDSCAPE PLANTINGS
PERMANENT EASEMENT PE PPPPPPPEEEEEEE XXX
PC
FENCE - CHAINLINK OR STRANDED ITMS - UNDERGROUND PEDESTRIAN CONNECTION / TYPE
F PROPERTY LINE XX
XXX PEDESTRIAN CONNECTION / TYPE PC-N
FENCE - STOCKADE OR SPLIT RAIL LIGHTING - UNDERGROUND
PROPERTY MARKER - CONCRETE C.M. WITHOUT DETECTABLE WARNING SYSTEM XXX
RL
FLAG POLE F.P. LUMINAIRE - POLE MOUNTED RELOCATE BY CONTRACTOR
PROPERTY MARKER - IRON PIPE I.P. C
RL
GUARDRAIL - STEEL BEAM, TYPE 1 MANHOLE - UNDETERMINED OWNER ? RELOCATE BY OTHERS
RIGHT-OF-WAY BASELINE 100+00 O
111100000000++++00000000
RL
GUARDRAIL - STEEL BEAM, TYPE 2 RAILROAD TRACKS RELOCATE BY PROPERTY OWNER
RIGHT-OF-WAY LINE R/W RR//WW PO
RM
GUARDRAIL - STEEL BEAM, TYPE 3 SANITARY - UNDERGROUND REMOVE BY CONTRACTOR
RIGHT-OF-WAY BY PE R/W-PE C
RM
GUARDRAIL - WIRE ROPE SANITARY SEWER MANHOLE S S REMOVE BY OTHERS
RIGHT-OF-WAY & DENIAL OF ACCESS R/W-DA RR//WW--DDAA O
GR RM
GUARDRAIL - END ANCHORAGE SANITARY SEWER VALVE S.V. REMOVE BY TRAFFIC CONTRACTOR
XXX RIGHT-TO-ENTER RTE TC
M
GUARDRAIL - END TREATMENT, TYPE 1 SANITARY SEWER CLEANOUT OR VENT S.C.O. RIGHT-OF-WAY MONUMENT
TEMPORARY CONSTRUCTION EASEMENT TTTTTTTTCCCCCCCCEEEEEEEE XXX
GUARDRAIL - END TREATMENT, TYPE 2 SEPTIC DRAIN FIELD
GUARDRAIL - END TREATMENT, TYPE 3 SIGNALIZATION - UNDERGROUND
SURVEY CONTROL & MONUMENTATION
IMPACT ATTENUATOR SOIL BORING LOCATION
FEATURE DESCRIPTION EXISTING
LAMP
LAMP AND POST - RESIDENTIAL TELEPHONE BOOTH B
POINT OF CURVATURE OR TANGENCY
MAILBOX MB TRAFFIC - CONDUIT JUNCTION WELL J.W.
POINT OF INTERSECTING TANGENTS
PARKING METER AND POST P.M. TRAFFIC - LIGHT POLE AND BASE
SURVEY BENCHMARK LOCATION B.M.
PAVEMENT - FLEXIBLE TRAFFIC - PEDESTRIAN POLE & BASE
SURVEY NGS POINT LOCATION
PAVEMENT - RIGID TRAFFIC - SIGNAL CABINET & BASE
SURVEY TIE POINT LOCATION T.P.
PILE - BRIDGE TRAFFIC - SIGNAL POLE AND BASE
SURVEY TRAVERSE POINT
PILLAR OR MISCELLANEOUS POST UTILITY BOX U
TRAFFIC SIGN AND POST UTILITY MARKER UM
WALL - BRICK OR BLOCK UTILITY POLE GUY WIRE ANCHOR MISCELLANEOUS FEATURES
WALL - STONE UTILITY POLE FEATURE DESCRIPTION PROPOSED
UTILITY TEST HOLE LOCATION BRICK/BLOCK SURFACE
DRAINAGE FEATURES
WATER - UNDERGROUND BRICK PATTERNED SURFACE
FEATURE DESCRIPTION EXISTING PROPOSED ID
WATER - FIRE HYDRANT F.H. F.H. BUTT JOINT
BIOFILTRATION SWALE BFS
WATER METER W.M. CLEAR ZONE CZ
DITCH OR STREAM (V-SHAPE / TRAPEZOIDAL)
WATER VALVE WV W.V. CONSTRUCTION BASELINE
100+00
DIRECTIONAL STREAM FLOW ARROW
WELL HEAD WELL LATERAL OFFSET LO
DRAINAGE INLET C.B. D.I. DI
XXX
LIMIT OF CONSTRUCTION LOC
J.B. JB
DRAINAGE JUNCTION BOX
XXX
PAVEMENT PATCH
MH
DRAINAGE MANHOLE D
XXX
PAVEMENT REMOVAL -
SIZE/TYPE LABEL P TOPSOIL, SEED AND MULCH
DRAINAGE PIPE AND FLOW ARROW
XXX OVERLAY PAVEMENT - SEE TYPICAL SECTIONS
FOR MATERIALS AND DEPTHS P.C.C. SIDEWALK - 4"
FES
FLARED END SECTION
XXX
P.C.C. SIDEWALK - 6" (USE 8" DEPTH
RR FOR CHANNELIZATION ISLANDS.)
RIPRAP - AREA FEATURE
XXX RECONSTRUCTED PAVEMENT - SEE TYPICAL
SECTIONS FOR MATERIALS AND DEPTHS TURF REINFORCEMENT MAT, TYPE 1
RIPRAP - LINEAR FEATURE
SES
SAFETY END STRUCTURE
XXX DRIVEWAY AND ENTRANCE PAVEMENT - SEE
UD NOTES FOR MATERIALS AND DEPTHS
UNDERDRAIN
XXX
UDO
UNDERDRAIN OUTLET
XXX
ADDENDA / REVISIONS CONTRACT SECTION
BRIDGE NO.
DESIGNED BY:
COUNTY SHEET NO.
CHECKED BY:
6202-NUJ-21
81:21
ngd.2VBO_10GL\DDAC\110-74123\:N
NOT TO SCALE

GENERAL NOTES SECTION 900 27. VERIZON IS REQUESTING THAT THE CONTRACTOR CONDUCT THE FOLLOWING TEST HOLES ON VERIZON DUCT BANKS AND MANHOLES
LISTED BELOW, PRIOR TO EXCAVATION. THESE TEST HOLES SHOULD BE PERFORMED IN ACCORDANCE WITH ASCE 38-22 USING
NON-DESTRUCTIVE METHODS. THE TEST HOLES ARE ESSENTIAL TO DETERMINE WHETHER THE PROPOSED IMPROVEMENTS CONFLICT
1. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD 11. THIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE GENERAL PERMIT, COMPLIANCE WITH EXISTING VERIZON FACILITIES.
SPECIFICATIONS", DATED JANUARY 2026 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION WITH DELDOT'S APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS WILL CONSTITUTE COMPLIANCE WITH THE NPDES a. TEST HOLE #1 AT STA. 1301+24 16' LT. (18-WAY DUCT BANK CROSSING PROPOSED CURB & GUTTER)
DETAILS", DATED 2026. INDUSTRIAL PERMITTING REQUIREMENTS FOR THIS CONSTRUCTION PROJECT. A COPY OF THE NPDES GENERAL PERMIT AND NOI IS b. TEST HOLE #2 AT STA. 1301+72 18' LT. (18-WAY DUCT BANK CROSSING PROPOSED CURB & GUTTER)
KEPT ON FILE IN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT'S STORMWATER SECTION. A COPY OF THE GENERAL c. TEST HOLE #3 AT STA. 1301+14 20' RT. (10-WAY DUCT BANK CROSSING PROPOSED CURB & GUTTER)
PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THE DEPARTMENT'S STORMWATER ENGINEER OR THE d. TEST HOLE #4 AT STA. 1212+50 16' LT. (10-WAY DUCT BANK CROSSING PROPOSED CURB & GUTTER)
2. ELECTRONIC DESIGN DATA FILES THAT WILL BE MADE AVAILABLE TO THE BIDDERS INCLUDE:
APPROPRIATE CONSTRUCTION ENGINEER. e. TEST HOLE #5 AT STA. 30+55 19' RT. (CORNER OF MANHOLE 184 AND PROPOSED CURB & GUTTER)
( X ) NONE
CONTRACTOR SHALL PERFORM THIS WORK AT THE START OF CONSTRUCTION AND RETURN THE TEST HOLE DATA TO THE ENGINEER
MISCELLANEOUS
FOR REVIEW.
( ) ASCII DATA FILES WITH COORDINATES AND ELEVATIONS FOR PROPOSED POINTS AS SELECTED BY THE ENGINEER.
28. PRIOR TO WORK, THE CONTRACTOR SHALL CHECK COMMUNICATIONS MANHOLES WITHIN PROJECT LIMITS TO VERIFY UTILITY DEPTHS.
12. THE CONTRACTOR SHALL NOTIFY DART FIRST STATE AT DOT_DETOURS@DELAWARE.GOV AT LEAST 14 DAYS PRIOR TO THE START OF
CONTRACTOR SHALL NOTIFY THE ENGINEER IF POTENTIAL CONFLICTS WITH PROPOSED CURB WORK ARE IDENTIFIED. COST IS
ANY DETOURS OR CONSTRUCTION, AND DOT_DTC_PROJECTDEVELOPMENT@DELAWARE.GOV AT SUCH TIME THE FACILITY IS
( ) DESIGN FILE, IN .DGN FILE FORMAT, THAT CONTAINS 3D TRIANGLES REPRESENTING THE EXISTING SURFACE. INCIDENTAL TO ITEM 763597 - UTILITY CONSTRUCTION ENGINEERING.
COMPLETED AND OPERABLE FOR TRANSIT OPERATIONS. FOR EMERGENCY DETOUR INFORMATION ONLY, PLEASE CONTACT DTC'S
CHIEF SCHEDULER AT 302-576-6019.
DESIGN FILE, IN .DGN FILE FORMAT, THAT CONTAINS 3D FEATURE LINES FOR THE PROPOSED DESIGN. 3D 29. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF WILMINGTON FOR THE REMOVAL OF THE PRIVATE NORTHEAST WILMINGTON
( )
FEATURE LINES ARE FOR THE PROPOSED TOP SURFACE ELEVATION ONLY. SIGN PRIOR TO THE START OF CONSTRUCTION.
13. ALL DART SIGNS HAVE BEEN UPDATED TO A NEW DESIGN. THE DELDOT SIGN SHOP DOES NOT FABRICATE THE UPDATED SIGN OR
NOTE: THE DOCUMENT ENTITLED "ELECTRONIC FILE SHARING RELEASE" MUST BE SIGNED BY ALL PARTIES PRIOR TO THE ANY SUPPLEMENTAL PLAQUES TO ALLOW FOR ADDITIONAL ROUTE NUMBERS. ALL REQUESTS FOR FABRICATION OF THESE SIGNS
DELIVERY OF ANY ELECTRONIC PROJECT FILES. MUST BE MADE THROUGH DART TRANSIT AT (302) 576-6132.
NOTE: THERE MAY BE SOME AREAS OF THE PROJECT NOT INCLUDED IN THE ELECTRONIC DESIGN DATA FILE(S). IT IS THE
CONTRACTOR'S RESPONSIBILITY TO REVIEW THE DESIGN DATA FILE AND DETERMINE THE LIMITS OF THE PROJECT INCLUDED. 14. ANY STAGING AND/OR STOCKPILE AREA(S) OUTSIDE THE PROJECT'S LIMIT OF CONSTRUCTION (LOC) THAT INDIVIDUALLY OR
CUMULATIVELY ARE LARGER THAN 10,000 SQUARE FEET, MUST BE APPROVED BY DELDOT'S ARCHAEOLOGIST. CONTACT THE
CONSTRUCTION AREA ENGINEER WHO WILL COORDINATE WITH DELDOT'S ARCHAEOLOGIST.
3. PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE CONTRACTOR, INCLUDE:
WITHIN 30 DAYS, DELDOT WILL;
( ) CROSS SECTIONS 1) APPROVE THE USE OF THE PROPOSED STAGING AND STOCKPILE AREA(S);
2) REJECT THE REQUEST; OR
3) PERFORM AN ARCHAEOLOGICAL SURVEY TO DETERMINE WHETHER TO APPROVE OR REJECT THE REQUEST, WHICH MAY
X RIGHT-OF-WAY PLANS (INCLUDED IN PLANS)
TAKE UP TO 3 MONTHS. IF AN ARCHAEOLOGICAL SURVEY IS NECESSARY, DELDOT OR A CONSULTANT ON ITS BEHALF
WILL UNDERTAKE THE SURVEY.
15. THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS, LAYOUT DIMENSIONS, AND CLEARANCES THAT
PROJECT NOTES
ARE SHOWN ON THE DRAWINGS PRIOR TO ANY CONSTRUCTION WORK. THE COST OF THIS ITEM SHALL BE INCIDENTAL TO ITEM
763501-CONSTRUCTION ENGINEERING.
16. THE CONTRACTOR SHALL MARK THEIR NAME IN THE SIDEWALK, EITHER BY STAMPING OR BY IN LAYING AN APPROVED METAL
SECTION 100 PLATE. THE STAMPED LETTERS SHALL BE ONE INCH TALL AND ONE QUARTER INCH DEPTH. IF A METAL PLATE IS USED, THE
TOP PLATE SHALL BE FLUSH WITH THE TOP OF THE SIDEWALK. THE CONTRACTOR'S NAME SHALL BE PLACED AT IN
ACCORDANCE WITH THE WILMINGTON CODE OF ORDINANCES.
1. ANY DAMAGE TO ITEMS NOTED TO BE RELOCATED OR RESET BY THE CONTRACTOR, AT THE DISCRETION OF THE ENGINEER, SHALL
BE REPAIRED AND/OR REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE.
17. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENTS AND BUSINESSES DURING CONSTRUCTION ACTIVITIES, UNLESS
OTHERWISE DIRECTED BY THE ENGINEER. ALL COSTS ARE INCIDENTAL TO THE CONTRACT.
2. THE CONTRACTOR WILL CONTACT THE DELAWARE TMC AT 302-659-4600 PRIOR TO ANY UNMANNED AERIAL VEHICLE (UAV)
FLIGHTS. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE THE FOLLOWING INFORMATION: THE REGISTRATION NUMBER OF THE
UAV, THE FLIGHT TIME, LOCATION OF THE FLIGHT, THE PILOT'S NAME AND THE PILOT'S CONTACT NUMBER DURING THE FLIGHT. 18. THE TIE-IN LIMITS FOR PRIVATE WALKWAY TRANSITION SLABS SHALL BE CONFIRMED BY THE ENGINEER IN THE FIELD. WHEN
ADJACENT TO EXISTING STEPS, THE BOTTOM LANDING AREA SHALL REMAIN AND THE PROPOSED SIDEWALK SHALL TIE INTO A
SAW CUT INTERFACE. ALL WALKWAY AND STAIR TIE-INS SHALL BE CONSTRUCTED TO PROVIDE A LANDING AREA IN
3. A NIGHT WORK SURVEY OF ADJACENT PROPERTY OWNERS WAS CONDUCTED AND LOCAL NOISE ORDINANCES HAVE BEEN VERIFIED.
ACCORDANCE WITH ADA GUIDELINES AND TO DRAIN PROPERLY. ALL EXISTING SIDEWALK REMOVAL REQUIRED TO INSTALL THE
NIGHT WORK IS PERMITTED ON THIS CONTRACT.
WALKWAY TRANSITION SLAB SHALL BE INCIDENTAL TO ITEM 211001. ALL EQUIPMENT AND MATERIALS REQUIRED TO INSTALL THE
WALKWAY TRANSITION SLAB SHALL BE INCIDENTAL TO ITEM 705001.
SECTION 200
19. THE CONTRACTOR SHALL SAW CUT A MINIMUM 4" FROM THE FACE OF EXISTING STRUCTURES OR CURBS. THE REMAINING
4. ITEMS TO BE REMOVED UNDER ITEM 211000 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS SHALL INCLUDE, BUT NOT BE LIMITED MATERIAL SHALL BE REMOVED BY HAND OR LEFT IN PLACE AS DIRECTED BY THE ENGINEER IN THE FIELD. CONTRACTOR
TO THE FOLLOWING: SHALL PLACE AN EXPANSION JOINT BETWEEN THE EXISTING STRUCTURE OR CURB AND THE PROPOSED SIDEWALK. ALL COSTS
a. CONCRETE SUPPORT FOUNDATIONS FOR MISCELLANEOUS SMALL STRUCTURES NOT COVERED UNDER OTHER PAY ITEMS ARE INCIDENTAL TO THE ITEMS BEING INSTALLED.
b. POLE BASES
c. BRICK PAVERS
d. GRANITE CURB 20. THE CONTRACTOR SHOULD BE AWARE THAT THIS PROJECT FALLS WITHIN THE NATIONALLY REGISTERED BRANDYWINE VILLAGE
e. LANDSCAPING ROCKS HISTORIC DISTRICT.
5. UNLESS OTHERWISE NOTED AS DO NOT DISTURB OR ADJUST BY CONTRACTOR/OTHERS, ALL EXISTING FEATURES, INCLUDING
21. SIGNAL POLE BASE INSTALLATION AT THE INTERSECTION WITH N. MARKET ST. AND CONCORD AVE. MAY ENCOUNTER
TREES, WITHIN THE PROPOSED LOC SHALL BE REMOVED BY THE CONTRACTOR AND PAID FOR UNDER THE RESPECTIVE BID ITEM.
CONTAMINATED MATERIALS. OVERSIGHT DURING EXCAVATION MAY BE REQUIRED BY DELDOT'S ENVIRONMENTAL
REMOVAL OF EXISTING STORM DRAIN PIPE SHALL BE PAID UNDER ITEM 202000 UNLESS NOTED WITH A FLOWABLE FILL
REPRESENTATIVE. PLEASE SEE ITEM 202560 FOR ADDITIONAL INFORMATION.
IDENTIFIER, REMOVAL OF TREES AND SHRUBS SHALL BE PAID FOR UNDER 201000, AND REMOVAL OF ADDITIONAL EXISTING
FEATURES SHALL BE PAID FOR UNDER ITEM 211000 AS NOTED IN SECTION 200 OF THE PROJECT NOTES.
- PARCEL 26-022.30-302 - DNREC BROWNFIELD SITE
- PARCEL 26-022.30-270 - DNREC HSCA SITE
SECTION 600
22. WORKER SAFETY TRAINING AND PERSONAL PROTECTIVE EQUIPMENT REQUIREMENTS FOR EXCAVATION CONTRACTORS ARE:
6. DRAINAGE INLET GRATES ADJACENT TO THE CURB OR EDGE PAVING, WITHIN THE PROJECT LIMITS, WHICH ARE NOT TYPE 1 OR a. 24-HOUR OSHA HAZWOPER TRAINING
TYPE 4, SHALL BE REPLACED WITH TYPE 1. INLET GRATES WITHIN THE PAVING, NOT ADJACENT TO THE CURB OR EDGE OF PAVING b. MODIFIED LEVEL D PERSONAL PROTECTIVE EQUIPMENT (HARD HATS, STEEL TOE BOOTS, NITRILE GLOVES, SAFETY VESTS).
SHALL BE REPLACED WITH TYPE 3. THE ACTUAL LOCATIONS, THE NEED FOR ANY GRATE MODIFICATIONS OR FOR NEW FRAMES
SHALL BE DETERMINED BY THE ENGINEER. ALL REPLACED GRATES/FRAMES SHALL BE DELIVERED TO THE DELAWARE
DEPARTMENT OF TRANSPORTATION'S TALLEY MAINTENANCE YARD WITH THE COST OF DELIVERY INCIDENTAL TO ITEM 602100 - 23. NO SOIL CAN BE TAKEN OFF SITE WITHOUT APPROVAL OF THE ENGINEER. CONTAMINATED SOIL DISPOSAL WILL BE HANDLED BY
REPLACING DRAINAGE INLET GRATE(S) & ITEM 602101 - REPLACING DRAINAGE INLET FRAME(S). FINAL PAYMENT FOR REPLACED THE DEPARTMENT'S ENVIRONMENTAL REPRESENTATIVE. ALL SOIL EXCAVATED DUE TO THE PROJECT'S CONSTRUCTION SHALL BE
GRATES/FRAMES SHALL NOT BE MADE UNTIL RECEIPT OF DELIVERED MATERIALS IS PRODUCED, SIGNED BY A DELDOT STOCKPILED IN THE DESIGNATED STOCKPILE AREAS, REUSED AS BACKFILL MATERIAL, OR DIRECT LOADED INTO THE
MAINTENANCE YARD SUPERVISOR. ENVIRONMENTAL REPRESENTATIVE'S TRUCKS, AS DIRECTED BY THE ENVIRONMENTAL REPRESENTATIVE AND DELDOT STANDARD
MATERIAL SPECIFICATIONS. SOIL THAT IS ENVIRONMENTALLY SUITABLE FOR REUSE WILL BE PAID FOR UNDER THE
APPROPRIATE ITEM. THE CONTRACTOR SHALL REUSE CONTAMINATED SOIL AS EMBANKMENT, FILL OR OTHER APPROPRIATE ON-
7. STATION AND ELEVATION DATA GIVEN FOR DRAINAGE STRUCTURES ARE TO BE APPLIED TO THE CENTER OF THE GRATE FOR
SITE USE AS DETERMINED AND APPROVED BY THE ENGINEER AND THE ENVIRONMENTAL REPRESENTATIVE, AND IN
INLETS AND TO THE CENTER OF THE STRUCTURE FOR JUNCTION BOXES AND MANHOLES.
ACCORDANCE WITH THE CONTRACT. THE CONTRACTOR IS RESPONSIBLE TO IDENTIFY A STAGING AREA LOCATED WITHIN THE
LIMITS OF CONSTRUCTION FOR PLACEMENT OF THE SOIL PENDING SAMPLING ANALYSIS AND OFFSITE REMOVAL.
SECTION 700
24. FIRE HYDRANTS AND WATER VALVES MARKED FOR RELOCATION SHALL BE POSITIONED AS DIRECTED BY THE CITY OF
8. IN AREAS WHERE PROPOSED CURB MEETS EXISTING CURB AND THE TWO CURB TYPES ARE NOT SIMILAR, THE PROPOSED CURB WILMINGTON WATER MAINTENANCE DEPARTMENT AND IN ACCORDANCE WITH CITY OF WILMINGTON WATER DIVISION STANDARD
SHALL BE TRANSITIONED IN 10 LINEAR FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE TRANSITIONED CURB WORK DETAILS AND SPECIFICATIONS. ALL WORK ASSOCIATED WITH RELOCATING EXISTING FIRE HYDRANTS SHALL BE INCIDENTAL
SHALL BE MEASURED AND PAID FOR UNDER THE PROPOSED CURB ITEM. SAW CUTTING OF THE EXISTING CURB SHALL BE TO ITEM 710041 - RELOCATING FIRE HYDRANT.
INCIDENTAL TO THE PROPOSED CURB ITEM.
9. WHERE PROPOSED CONCRETE SIDEWALK IS CONSTRUCTED TO MEET EXISTING SIDEWALK, THE EXISTING SIDEWALK SHALL BE 25. BASED ON ARCHIVE PLANS THE EXSITNG PAVEMENT IS COMPOSITE.
SAWCUT AT THE TIE-IN POINT OR MEET THE NEAREST EXISTING SIDEWALK JOINT. ALL SAW CUTTING SHALL BE FULL DEPTH,
UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER AND SHALL BE PAID FOR UNDER ITEM 762001 -
SAWCUTTING, CONCRETE, FULL DEPTH. 26. THE ADJUSTMENT OF VERIZON MANHOLES SHOULD BE PAID FOR UNDER 711500 - ADJUST AND REPAIR EXISTING SANITARY
MANHOLE.
10. ALL PAVED AREAS TO BE RECONSTRUCTED OR WIDENED SHALL BE SAWCUT AT THE POINT WHERE THE NEW PAVEMENT IS TO TIE
INTO THE EXISTING PAVEMENT.
ADDENDA / REVISIONS CONTRACT SECTION
OLD BRANDYWINE VILLAGE BRIDGE NO. N/A
T202120003 WRA
STREETSCAPE IMPROVEMENTS, DESIGNED BY: J. SINCLAIR NOTES
COUNTY SHEET NO.
PHASE 2
NEW CASTLE CHECKED BY: V. KOWALSKI 5
6202-NUJ-21
81:21
ngd.2VBO_10NP\DDAC\110-74123\:N
NOT TO SCALE

32.75'
4' 5'
VAR. 6' 6' 14' 9.5' 10' BUFFER SIDEWALK
SIDEWALK BUFFER TRAVEL LANE LEFT TURN LANE TRAVEL LANE
2'
2' 12' 17.5' MIN
SAWCUT SAWCUT
SAWCUT
32.75'
9' 11' 9.5' 10' 4' 5'
PARKING TRAVEL LANE LEFT TURN LANE TRAVEL LANE BUFFER SIDEWALK
2'
17.5' 2'
SAWCUT
REMOVE EXISTING PAVEMENT
ADDENDA / REVISIONS CONTRACT SECTION
BRIDGE NO. N/A
OLD BRANDYWINE VILLAGE
T202120003 WRA
STREETSCAPE IMPROVEMENTS, DESIGNED BY: J. SINCLAIR TYPICAL SECTIONS
COUNTY SHEET NO.
PHASE 2
NEW CASTLE CHECKED BY: V. KOWALSKI 6
6202-NUJ-21
91:21
ngd.2VBO_10ST\DDAC\110-74123\:N
LEGEND
A ITEM 209006 - BORROW, TYPE F
B ITEM 301001 - GABC
C ITEM 301002- GABC, PATCHING
D ITEM 401044 - SUPERPAVE, TYPE C, PG 64-22 (NON-CARBONATE STONE)
E ITEM 401014 - SUPERPAVE, TYPE B, PG 64-22
F ITEM 401029 - SUPERPAVE TYPE C, PG 64-22, PATCHING
G ITEM 401030 - SUPERPAVE, TYPE B, PG 64-22, PATCHING
H ITEM 701011- PCC CURB, TYPE 1-4
EXISTING CONSTRUCTION I ITEM 701012- PCC CURB, TYPE 1-6
R/W AND R/W BASELINE
J ITEM 701014 - PCC CURB, TYPE 2
K ITEM 705001 - PCC SIDEWALK, 4"
TIE TO HUTTON ST
LOC 1 2 SIDEWALK L ITEM 705005 - PCC SIDEWALK, 8"
M ITEM 760010 - PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT
O.G. N ITEM 908004 - TOPSOIL, 6" DEPTH
ITEM 908016 - PERMANENT GRASS SEEDING, SUBDIVISION
ITEM 908026 - EROSION CONTROL MULCH
VARIES
(SEE NOTE 4) MATCH MATCH (SEE NOTE 4)
6:1 MAX 0.5% - 1.5% 1.5% EXISTING EXISTING MATCH 1.5% 1.5% VARIES P ITEM 705504 - BRICK AND/OR BLOCK SIDEWALK
EXISTING
O.G. Q ITEM 705521 - PATTERNED PCC SIDEWALK, 8"
EXISTING EXISTING PAVEMENT
STONE WALL A
BINDER LIFT THICKNESS (IN)
A MATERIAL TYPE
K B B K P GRADE MINIMUM MAXIMUM
B I C G D M E B I B P K B N
4" 4" TYPE C (4.75 MM MIX) ALL 0.5 1.0
6" 8" 8" 2" 2" OR OR 6" K 4"
G C A TYPE C (9.5 MM MIX) ALL 1.25 2.0
B
TYPE C (12.5 MM MIX) ALL 1.5 2.0
8" 8"
4"
TYPE B (19 MM MIX) 76-22, 70-22 2.25 4.0
1 CURB VARIES FROM 20' TO 14' FROM 2 EASTBOUND TRAVEL LANE WIDENS AT
STA. 1301+16 TO STA. 1301+27. N MARKET ST TYPICAL SECTION INTERSECTION FOR CORNER RADIUS. TYPE B (19 MM MIX) 64-22 2.25 6.0
TYPE BCBC (25 MM MIX) 64-22 3.0 6.0
STATION 1301+16 TO STATION 1301+70
GABC - 4.0 8.0
NOTES:
1. LATERAL OFFSET IS A MINIMUM OF 4' BEHIND THE FACE OF CURB
ALONG THE ROADWAY AND 6' BEHIND THE FACE OF CURB AT
INTERSECTIONS AND ENTRANCES.
2. SEE CP AND GG SHEETS FOR CURB LAYOUT AND LOCATIONS OF
SIDEWALK.
3. SEE CONSTRUCTION DETAILS FOR BRICK BUFFER DETAILS.
EXISTING
EXISTING R/W 4. BUFFER SLOPE VARIES (6:1 MAX) IN LOCATIONS OF CURB
R/W
EXTENSION TRANSITIONS.
32.75'
32.75'
5. WHEN PROPOSED PAVEMENT WIDTH IS LESS THAN 4', USE
PROPOSED PATCHING PAVEMENT ITEMS AT THE SAME DEPTH
LOC LOC
AS INDICATED ON TYPICAL SECTION.
VAR. 6' 4' 2'
4' 6' VAR.
SIDEWALK BUFFER
O.G. BUFFER SIDEWALK
VAR.
6:1 MAX VAR.
STA. 1301+10 TO STA. 1300+64 TO
MATCH 6:1 MAX EXISTING
0.5% - 1.5% (SEE NOTE 4) EXISTING STA. 1301+16 STA. 1300+75 BUILDING
1.5% (SEE NOTE 4)
1.5% 0.5% - 1.5%
EXISTING
STONE WALL
K B P
4" K K P
B I C G D
EXISTING B 6" 8" 8" 2" CONSTRUCTION I B B K B
R/W 4" AND R/W BASELINE 6" 4" 4"
LOC
TIE TO HUTTON ST
SIDEWALK
MATCH MATCH MATCH MATCH (SEE NOTE 4)
EXISTING EXISTING EXISTING EXISTING 1.5% 0.5% - 1.5% VARIES
O.G.
O.G.
EXISTING PAVEMENT
EXISTING PAVER BUFFER
AND SIDEWALK
EXISTING
PCC CURB D M G C I B P K B A N
2" 2" 8" 8" 6" K 4"
B
N MARKET ST TYPICAL SECTION 4"
STATION 1300+64 TO STATION 1301+16
NOT TO SCALE